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HomeMy WebLinkAboutDesign Packet 08.20.2020cllo ti191.1.'IC COT 1JJ l'IN( August 20, 2020 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81623 970.309.5259 CART A.OSTB ERG@GMAIL.COM Kurt Carruth kart a( hinge-architects.com Subsurface Investigation and Onsite Wastewater Treatment System Design Metal Shop 160 Gemat Circle Lot 4, Big R Commercial Park Garfield County, Colorado Kurt, Project No. C1534 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.0-acre property is located outside of Rifle, in an area where OWTSs are necessary. Legal Description: Section: 11 Township: 6 Range: 93 Subdivision: BIG R COMMERCIAL PARK Lot: 4 2 ACRES Parcel ID: 2177-111-03-004 SITE CONDITIONS The parcel is located in a commercial park and is undeveloped. The intended use of the proposed building is a metal shop. The building will be served potable water from a private well on the property. The well was not drilled at the time of this design. The well will not come within 50-feet of the proposed septic tank and within 100- feet of the proposed soil treatment area (STA). No OWTS component will come within 25-feet of the existing water line. No OWTS component may come within 25-feet of stormwater drainage infrastructure, including any that may be installed on neighboring properties. The proposed STA location is relatively flat and is located to the west of the proposed structure. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on June 16, 2020 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg.1 ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in the Test Pit #1 consisted of light sandy loam with moderate structure grade to 5.0-feet, underlain by light brown sandy loam with weak structure grade to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. Soils in Test Pit #2 were similar to those encountered in Test Pit #1. The test pit was excavated to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable to firm. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2A, Sandy Loam with weak structure grade below 5-feet. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS. Page 3 View of site backfill Test Pit #2 Page 4 Sieved sample ribbon less than 1" DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 15 GPD x 4 office employees = 60 GPD Design Flow = 150 GPD (estimated high) LTAR = 0.5 GPD/SF 150 GPD / 0.5 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 210 SF Four employees are anticipated at the Metal Shop. Fixtures include a toilet/lavatory and shop sink. The OWTS design is based on an average daily wastewater flow of 150 GPD. The OWTS was designed to handle domestic waste only. Floor drains should be routed to a separate drywell. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' as the sewer line exiting the shop. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Com • onent Primary Tank Inlet Invert Distribution Box Infiltrative Surface Minimum Elevation Approx. horizontal distance 22' / min. 2% fall / min. 5.5" fall Approx. horizontal distance 176' / min. 1% fall / min. 22" fall Approx. horizontal distance 10' to nearest trench / min. 1% fall / min. 1.25" fall The sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. We recommend Schedule 40 sewer line and tracer wire to be installed under all areas subject to traffic. The system installation must include a 1000-gallon, two -compartment concrete septic tank with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. If the septic tank will be located in an area subject to traffic, a traffic -rated septic tank must be installed, along with traffic rated risers and cast iron lids. Effluent will gravity flow to a distribution box, and then to two gravelless chamber trenches. An additional double -sweep clean out must be installed on the sewer line leading to the distribution box as the distance Page 5 exceeds 100-feet. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Each trench will consist of 9 `Quick 4' Standard Plus Infiltrator® chambers for a total of 18 chambers and 216 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Installation of trenches should be as shallow as possible with a minimum 1-foot of cover and maximum 3-feet of cover over chambers. Attention must be paid to maintaining minimum fall for sewer pipes while trying to maintain shallow installation of trenches. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Please contact this office for traffic -rated options, if needed. COMPONENT MANUFACTURER Septic Tank MODEL NO. COMMENTS Valley Precast Biotube Effluent Filter Tank Risers and Lids Orenco® Orenco® IIM-1000-2CP Distribution Box Flow Equalizers Chambers Polylok Polylok Infiltrator® UD-Box 6 RotoFlow 4" Low Profile 1000-gallon, 2- compartment concrete septic tank Full Size Effluent Filter and housing Double -walled PVC Risers and Lids (24" diameter) holy distribution box, risers, lid 4 Flow Equalizers 18 `Quick 4' Low Profile Chambers The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), Page 6 septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. Page 7 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO Inc. Orlit(ti Os-4v, g Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE N 0 25' 50' SCALE: 1 = 50'=0" 4 5' NOTES (1) WELL NOT DRILLED AT THE TIME OF THIS DESIGN. MINIMUM SETBACKS MUST BE APPLIED. (2) MUST MAINTAIN A MINIMUM 25-FEET FROM ANY OWTS COMPONENT TO STORMWATER INFASTRUCTURE 200.- a' 546'-4" ROPERTY LINE 200'_5„ 2.00'-5" CO N DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 08/20/2020 Utility and Drainage easement Utility easer� ' STA IN 100' TO WEIt MATERIAL STORAGE V MIN 50' TO WEL 4 0'3f cover 80' METAL SHOP GRAVEL DRIVE AND PARKING DRIVEWAY Utility and Drainage easenien f'J 0 SITE PLAN THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11" X 17" PAPER. su'-0" CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Metal Shop Big R Subdivision, Lot 4 Garfield County, Colorado Project Number: C1534 Date: 08/20/20 Designed by: CBO Reviewed by: RB Drawn by: DD W1.0 Sheet 1 OF 4 45' 200'-5" 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH cu E w C6 w a) (21 1 38.5' N I I 'QUICK-4' CHAMBER TRENCHES. 2 TRENCHES WITH 9 CHAMBERS PER TRENCH FOR A TOTAL OF18 CHAMBERS AND 216 SF. 4" DIA SDR-35 PVC SEWER LINE (MIN. 1% FALL TO D-BOX) 0 10' 20' SCALE: 1" = 20'-0" 4" DIA SDR-35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) DISTRIBUTION BOX WITH ACCESS AT GRADE 1000-GALLON, TWO -COMPARTMENT SEPTIC TANK WITH EFFLUENT SCREEN SEPTIC TANK, RISERS, AND LIDS MUST BE TRAFFIC RATED IF IN AN AREA SUBJECT TO TRAFFIC MATERIAL STORAGE INSTALL ADDITIONAL DOUBLE SWEEP CLEANOUT MIN. EVERY 100' 4" DIA SDR-35 SEWER PIPE WITH DOUBLE SWEEP CLEANOUT MIN 2% FALL TO TANK GRAVEL DRIVE AND PARKING 546'-4" 2OOI5H 0o roc CD LO //—BM100' 2 0 x 1 4 METAL SHOP Utility and Drainage easement 0 PROPOSED OWTS n 20 D CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Metal Shop Big R Subdivision, Lot 4 Garfield County, Colorado Project Number: C1534 Date: 08/20/20 Designed by: CBO Reviewed by: RB Drawn by: DD W2.0 Sheet 2 OF 4 INFILTRATOR END PLATE 4' min GRAVELLESS 'QUICK-4' CHAMBER (4' x 3') II 9 CHAMBERS PER TRENCH 36' 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 0 CHAMBER TREN C Ho PLAN No T COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE 4" DIA SDR-35 SEWER LINE TO EACH TRENCH (MIN. VA SLOPE TO TRENCH) 4" DIA SDR-35 EFFLUENT PIPE FROM - SEPTIC TANK DISTRIBUTION BOX WITH ACCESS AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE A t- I ACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT 0 INSPECTION PORRT�DETAIL LIMIT OF EXCAVATION SCARIFY SURFACE FINISHED GRADE 4" DIA SDR-35 INSPECTION PORT GRAVELLESS 'QUICK-4' CHAMBER (4' x 3') 0 CHAMBER TRENCH € SECTION 4" DIA SDR-35 SEWER LINE (MIN 2% SLOPE TO TANK, MIN. 1 % TO STA) SCREENED ROCK OR SAND FOR BEDDING BACKFILL 24" MIN. 3" MIN. 8" MIN. —{ TRENCH DETAiLror To sod SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR 35 SEWER LINE TO TANK BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE FINISHED GRADE III =III ;; 11 TO HOUSE CLEAN OUT DETAIL lJ por-yrtui 0000 OUTLETS BAFFLE OR ANGLED PIPE TO BE USED AT INLET °DISTRIBUTION BOXo DETAIL CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Metal Shop Big R Subdivision, Lot 4 Garfield County, Colorado Project Number: C1534 Date: 08/20/20 Designed by: CBO Reviewed by: RB Drawn by: DD W3.0 Sheet 3 OF 4 F- w w w a w 0 0 - 2 — 3 — 4 — 5 — 6 - 7 - 8 — 9 - 10 SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 LIGHT I3ROWN SANDY LOAM WITH MODERATE STRUCTURE GRADE LIGHT BROWN SANDY LOAM WITH WEAK STRUCTURE GRADE NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION SOILS LOG NOT TO SCALE LIGHT BROWN SANDY LOAM WITH MODERATE STRUCTURE GRADE LIGHT BROWN SANDY LOAM WITH WEAK STRUCTURE GRADE LEGEND In sandy I I loam DESIGN METAL SHOP (4) 8-HOUR EMPLOYEES 15 GPD X 4 EMPLOYEES = 60 GPD WASTEWATER FLOW = 150 GPD (OVER -SIZED FOR ANTICIPATED USE) MIN. TANK CAPACITY = 750 GALLONS USE 1000-GALLON, TWO -COMPARTMENT CONCRETE SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.5 GAL/ SF CALCULATED STA = Q/LTAR = 300 / 0.5 = 600 SF GRAVITY, TRENCHES = 300 SF X 1.0 = 300 SF CHAMBERS = 300 SF X 0.7 = 210 SF / 12 SF / CHAMBER = 17.5 CHAMBERS THREE GRAVELLESS CHAMBER TRENCHES 6'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 18'QUICK 4' CHAMBERS OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK BUILDING TO SEPTIC TANK 5' 22' SEPTIC TANK TO WELL 50' NOT DRILLED SEPTIC TANK TO WATER COURSE 50' N/A STA TO BUILDING 20' 204' STA TO WELL 100' NOT DRILLED STA TO WATER COURSE 50' N/A CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Metal Shop Big R Subdivision, Lot 4 Garfield County, Colorado Project Number: C1534 Date: 08/20/20 Designed by: CBO Reviewed by: RB Drawn by: DD W4.0 Sheet 4 OF 4 Item # 1 000T-2CP Top View Section View 1000 Gallon Top Seam Two Compartment 111" 106" Digging Specs 11' Long x T Wide *Meets ASTM C-1227 spec Including C-1644-06 for resilient connectors • 6000 psi concrete • Delivered complete with intemal piping • PVC, poly or concrete risers available • Option of pump or siphon installed ‚fVALLE •SystemsFax: (719)395.3727•Products 'llllebslbir: wwwvallPRECAST, inc. •senrlce F�nell: fronbaesko►►alleypistcom 56' below inlet invert Invert Inlet Outlet 56' 53' utyl Rubber Sealant Dimensions th 111` Width 60' Height 6W Net Cam Inlet Side Outlet Side r Total _ 687 gallons 323 gallons 1,010 gallons Lid 2,620 Ibs Net Weight Tank L Total 9,380Ibs 12,000 Ibs Water 8 (719) 395-076 4 28005 Co. Rd. 317 Wastewater P.O. Baac925 Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4-in. (100-mm) Biotube Effluent Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter ()rends superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-rnm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. Far tanks with existing outlet tees, the Biotube Insert Filter is ideal And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. CO Orenco Systems incorporated (longing the Wny for Wear/ fhrrs W,uieso atrr- www.orenco.eorn Nomenclatures 4-in. Biotube Fitter (standard) FT1Oo4 _-0❑ Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1 /16" filtration Biotube effluent filter series 8-in. Biotube Filter (base inlet model) FT 08 22 -14 B Options: A = float bracket FS = 2" outlet orifice FS0 = 2" outlet orifice and overflow plate* Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1 /16" filtration Biotube effluent filter series Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4-in. Biotube Jr. (includes cartridge and housing) FT 0004 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) W = fi s Type 3034 outlet tee S = fi s Schedule 40 outlet tee Blank = 1/8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4-in. Biotube Filter Insert (cartridge only) FT [] 04 18 - For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (Inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws 4-in. Biotube Jr. —Top seal plate - J — — Air vents Biotube® filter cartridge Filter housing Distributed By: Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 Ibs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating �ik�Wre4 i-. 2" of InsulationIwon Standard Orenco ® DuraFiber m Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000-Ib breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available - 2" or 4" Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs VT, VALLEY 11 PRECAST, Water & Wastewater • Systems • Products Inc. • Service (719) 3954764 28005 Ca Rd. 317 P.O. Bcx925 Buena Fax (719) 395.3727 81211 Wvbslte: www.valleyprecast.com Email: frontdeskkvalleyprec stcom POLYLOK DISTRIBUTION BOX, RISERS, AND LID 16" 22.45" UD-BOX 6 & UD-BOX 8 SIDE CUT OUT TO ACCEPT POLYLOK SEAL NO.3001 UD-BOX 6" RISER 6" LID -BOX ir RISER 1111111 20" COVER FOR RISER & D-BOX D-BOX SEAL (EVERY osoxCOMER wm+ 4 8EAL8) TEAR OUT FOR 4" SDR-35 OR SCHD-40 NOT TO SCALE ROTO-FLOW 4" L4'J 1) 0 NOT TO SCALE POLYLOCK EQUALIZER -V-NOTCH' WEIR WEIR SHAPE IS - SELF LEVELING :y RIBS PROVIDE FRICTION FIT FOR ALL 4'PIPE ID t_ .; +•r� r� NOT TO SCALE GASKETED SEAL ON LID & RISER Water & (719) 395.6764 28005 Co. Rd. 317 Wastewater P.O. Box925 •Systems Fax: (719) 395-3727 BUer� ' CO 81211 WVALLEY • Products PRECAST Inc. • service Webstte: www.valloyprecastcom Email: frontdesic@valleyprecast.com INFILTRATOR® water technologies /a ckt ius The Quick4® Plus Standard Chamber Quick4 Plus" Series The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel ConnectionTM which permits turns up to 15-degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard Chamber Specifications Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm), 12.7" (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel Toads of 16,000 Ibs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPM0) Q,Al ) APPROVED in Quick4 Plus' ' Series Quick4wP"'s Quick4 Plus Standard Chamber Quick4 Plus All -in -One 12 Endcap 4B" EFFECTIVE LENGTH — 33" FRONT VIEW Quick4 Plus All -in -One Periscope INFILTRATOR® water technologies PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13" QUICK4 PLUS ALL -IN -ONE PERISCOPE (360° SWIVEL) 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanshlp for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the Installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and Sidewinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultIPort, PosiLock, QuickCut, QuickPlay, SnapLock and StralghtLock are trademarks of Infiltrator Water Technologies. PolyLok Is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib Is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed In U.S.A. PLUS05 0713 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436